Bibliografías temáticas / High loading rate

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Literatura académica sobre el tema "High loading rate"

Autor: Grafiati

Publicado: 4 de junio de 2021

Última modificación: 7 de febrero de 2022

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Artículos de revistas sobre el tema "High loading rate"

Kobayashi, A., S. Hashimoto, Li-lih Wang y M. Toba. "HIGH STRAIN RATE LOADING OF ZIRCALOY". Le Journal de Physique Colloques 46, n.º C5 (agosto de 1985): C5–511—C5–516. http://dx.doi.org/10.1051/jphyscol:1985565.

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Chen, Tianyu, Christopher M. Harvey, Simon Wang y Vadim V. Silberschmidt. "Delamination propagation under high loading rate". Composite Structures 253 (diciembre de 2020): 112734. http://dx.doi.org/10.1016/j.compstruct.2020.112734.

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Yang, Xiuxuan y Bi Zhang. "Material embrittlement in high strain-rate loading". International Journal of Extreme Manufacturing 1, n.º 2 (21 de junio de 2019): 022003. http://dx.doi.org/10.1088/2631-7990/ab263f.

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Naik, N. K., Veerraju Ch y Venkateswara Rao Kavala. "Hybrid composites under high strain rate compressive loading". Materials Science and Engineering: A 498, n.º 1-2 (diciembre de 2008): 87–99. http://dx.doi.org/10.1016/j.msea.2007.10.124.

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Rajput, Abhishek, Mohammad Ashraf Iqbal y Chengqing Wu. "Prestressed concrete targets under high rate of loading". International Journal of Protective Structures 9, n.º 3 (27 de marzo de 2018): 362–76. http://dx.doi.org/10.1177/2041419618763933.

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Prestressed concrete is highly being preferred as material for construction in the case of strategic and relevant structures such as, for instance, nuclear containments, armor deposits, shelters, bridges, and military bunkers. It is highly durable, fire and corrosion resistant, and non-porous. In order to study the influence of prestressing on the mechanics of deformation, energy absorption capacity, and failure modes of concrete targets, finite element simulations have been carried out using hard steel bullets and compared with the experiments carried out by the authors earlier. Prestressed concrete targets of plan size 450 mm × 450 mm and thickness of 80 mm were impacted by 0.5-kg hard steel projectiles. The concrete was designed to obtain an unconfined compressive strength of 48 MPa. An initial stress of 10% magnitude of compressive strength was induced by 4-mm-diameter high-tensile-strength (1700 MPa) steel wires in prestressed concrete targets. A grid of 8-mm-diameter steel bars was inserted in the reinforced and prestressed concrete targets to enable the straight comparison between these concretes. The prestressing in concrete has been found to be effective in reducing the volume of scabbed material as well as the ballistic resistance of prestressed concrete targets. The ballistic limit of prestressed concrete with 10% induced stress was found to be, respectively, 14% higher than that of the plain concrete target and 10.2% higher than the reinforced concrete. Failure modes predicted through finite element simulations were found in agreement with that of the actual results.

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Drar, H. "Fractographic aspects of blunting at high loading rate". Engineering Fracture Mechanics 53, n.º 1 (enero de 1996): 37–47. http://dx.doi.org/10.1016/0013-7944(95)00085-a.

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Omar, Mohd Firdaus, Haliza Jaya, Hazizan Md Akil, Zainal Arifin Ahmad y N. Z. Noriman. "Mechanical Properties of High Density Polyethylene (HDPE)/Sawdust Composites under Wide Range of Strain Rate". Applied Mechanics and Materials 754-755 (abril de 2015): 83–88. http://dx.doi.org/10.4028/www.scientific.net/amm.754-755.83.

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An experimental approach based on the conventional universal testing machine (UTM) was employed to perform low strain rate loading (0.001/s, 0.01/s and 0.1/s) in this research, to examine the reliance of natural filler contents towards HDPE/sawdust composites. By following to the low strain rate loading, static compression properties of HDPE/sawdust composites with varies filler contents of 5 wt% SD, 10 wt% SD, 15 wt% SD, 20 wt% SD and 30 wt: % SD were successfully studied. The results show that the yields stress, ultimate compression strength and the rigidity properties of HDPE/sawdust composites were sturdily affected by both filler contents and strain rate loadings. Moreover, for the post damage analysis, the results clearly show that different static loading employed to the specimens gives significant effects towards deformation behavior of HDPE/sawdust composites. The increasing of static loading employed caused the specimens to experience severe deformation.

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Bansal, Suneev Anil, Amrinder Pal Singh y Suresh Kumar. "High Strain Rate Behavior of Epoxy Graphene Oxide Nanocomposites". International Journal of Applied Mechanics 10, n.º 07 (agosto de 2018): 1850072. http://dx.doi.org/10.1142/s1758825118500722.

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The present work investigates the novel impact loading response of two-dimensional graphene oxide (GO) reinforced epoxy nanocomposites at high strain rate. The testing was performed up to 1000[Formula: see text]s[Formula: see text] of high strain rate, where maximum damage occurs during the impact loading conditions. The Split Hopkinson Pressure Bar (SHPB) was used for the impact loading of the composite specimen. The nanofiller material GO was synthesized by chemical oxidation of graphite flakes used as the precurser. Synthesized GO was characterized using FTIR, UV-visible, XRD, Raman Spectroscopy and FE-SEM. Solution mixing method was used to fabricate the nanocomposite samples having uniform dispersion of GO as confirmed from the SEM images. Strain gauges mounted on the SHPB showed regular signal of transmitted wave during high strain rate testing on SHPB, confirming the regular dispersion of both the phases. Results of the transmission signal showed that the solution mixing method was effective in the synthesis of almost defect-free nanocomposite samples. The strength of the nanocomposite improved significantly using 0.5[Formula: see text]wt.% reinforcement of GO in the epoxy matrix at high strain rate loading. The epoxy GO nanocomposite showed a 41% improvement in maximum stress at 815[Formula: see text]s[Formula: see text] strain rate loading.

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Selyutina, N. S. y Yu V. Petrov. "Temporal effects of dynamic yielding under high-rate loading". Procedia Structural Integrity 13 (2018): 700–704. http://dx.doi.org/10.1016/j.prostr.2018.12.116.

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Stemper, Brian D., Jamie Baisden, Narayan Yoganandan, Frank A. Pintar, Sergey Tarima, Qun Xiang, Glenn R. Paskoff y Barry S. Shender. "Lumbar Spine Injury Tolerance During High-Rate Axial Loading". Spine Journal 13, n.º 9 (septiembre de 2013): S13—S14. http://dx.doi.org/10.1016/j.spinee.2013.07.061.

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Tesis sobre el tema "High loading rate"

Unosson, Mattias. "Constitutive equations for concrete materials subjected to high rate of loading". Licentiate thesis, Linköping University, Linköping University, Solid Mechanics, 2002. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-5721.

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Continuum mechanics is used to model the mechanical behaviour of concrete structures subjected to high rates of loading in defence applications. Large deformation theory is used and an isotropic elastic-plastic constitutive equation with isotropic hardening, damage and strain rate dependent loading surface. The hydrostatic pressure is governed by an equation of state. Numerical analysis is performed using the finite element method and the central difference method for the time integration.

Projectile penetration is studied and it is concluded that it is not suitable to use material description of the motion of both the target and the projectile together with an erosion criterion. Instead, the material description should be used only for the projectile and the spatial description for the target. In this way the need for an erosion criterion is eliminated. Also, in the constitutive model used it is necessary to introduce a scaling of the softening phase in relation to the finite element size, in order to avoid strain localization.

Drop weight testing of reinforced concrete beams are analysed, where a regularisation is introduced that renders mesh objectivity regarding fracture energy release. The resulting model can accurately reproduce results from material testing but the regularisation is not sufficient to avoid strain localization when applied to an impact loaded structure. It is finally proposed that a non-local measure of deformation could be a solution to attain convergence.

The third study presents the behaviour of a concrete constitutive model in a splitting test and a simplified non-local theory applied in a tensile test. The splitting test model exhibits mesh dependency due to a singularity. In the tensile test the non-local theory is shown to give a convergent solution. The report https://www.diva-portal.org/liu/webform/form.jsp#paper0is concluded with a discussion on how to better model concrete materials.

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Song, Zhenhuan. "Computational mesoscale modelling of concrete material under high strain rate loading". Thesis, University of Edinburgh, 2013. http://hdl.handle.net/1842/7637.

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Cement-based composite materials are widely used in engineering applications. The strength and damage patterns of such materials depend upon the properties of the constituent components as well as the microstructure. Three scale levels are generally recognized in the analysis of the mechanical behaviour of composites, namely, macro-scale, meso-scale, and nano- or atomistic scale. Modelling of the mechanical properties at the meso-level provides a powerful means for the understanding of the physical processes underlying the macroscopic strength and failure behaviour of the composite materials under various loading conditions. This thesis endeavours to develop effective and efficient mesoscale models for cement-based composites, especially concrete, with a focus on dynamic analysis applications and in a three-dimensional stress-strain environment. These models are subsequently applied to investigate the intrinsic microscopic mechanisms governing the behaviour of such material under complex and high rate loadings, such as those due to shock, impact and blast. To cater to the needs of dynamic analysis under complex stress conditions, a general 2-dimensinal (2D) mesoscale modelling framework is further developed with the incorporation of the 3-D effect. This framework integrates the capabilities of MATLAB programming for the generation of the mesoscale geometric structure, ANSYS-CAE for finite element mesh generation, and the hydrocode LS-DYNA for solving the dynamic response of the model. The 3D effect is incorporated via a novel pseudo-3D modelling scheme such that the crucial lateral confinement effect during the transient dynamic response can be realistically represented. With the above mesoscale model a comprehensive investigation is conducted on the dynamic increase factor (DIF) in the concrete strength under compression, with particular focus on the variation trend at different strain rate regimes, and the key influencing factors. The wave propagation effect under high strain rate is scrutinised from a strip-by-strip perspective, and the correlation between the externally measured stress-strain quantities and the actual processes within the specimen is examined. The contribution of the material heterogeneity, as well as the structural effect (inertia), in the dynamic strength enhancement is evaluated. The classical Brazilian (splitting) test for the dynamic tensile behaviour of concrete is also investigated with the aid of the mesoscale model. Of particular interest here is the validity of such an indirect setup in reproducing the tensile behaviour of the specimen under high strain rates, as well as the effect of the heterogeneity in the dynamic tensile strength. Complications are found to arise as the loading rate increases. The change of the damage patterns with increase of the loading rate and the implications on the interpretation of the results are discussed. As an ideal solution to modelling of the 3-D effects, a methodology for the creation of a complex real 3-dimensional mesoscale model is put forward in the last part of the thesis. A geometric concept, called convex hull, is adopted for the representation of aggregates, and this makes it possible to utilize the relevant algorithms in computational geometry for the present purpose of generation of random 3-D aggregates. A take-and-place procedure is employed to facilitate the generation of the complete 3-D meso-structure. Associated techniques are developed for fast detection of particle inclusion-intersection. An example 3D mesoscale model is presented and representative numerical simulations are carried out to demonstrate the performance of the 3-D mesoscale modelling scheme.

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Ceritano, Davide Walter. "Sex-Based Differences in Calcaneal Injury Tolerances Under High-Rate Loading". Thesis, Virginia Tech, 2020. http://hdl.handle.net/10919/99103.

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In this experiment, average calcaneal fracture force is measured across male and female groups. The purpose of this experiment is an analysis of alternatives exploring the importance of sex-based criteria in models representing injuries typical in underbody blast environments. Seventeen (17) right legs were harvested at the knee from cadavers representing three anthropometries: 50th percentile male (6), 75th percentile female (6), and 5th percentile female (5). Care was taken to preserve anatomically correct geometry as the legs were cut to equal lengths, the tibia and fibula were potted in Dyna-Cast®, flesh and ligaments were excised from the inferior surface of the calcaneus, and a small Dyna-Cast® pad was poured and sanded flat – interfacing with the exposed calcaneal surface. Each test specimen was mounted in a custom fixture and exposed once to high-rate axial loading characterized by a constant acceleration and 25.4mm intrusion, achieving an average speed of 4.7m/s (σ = 0.3m/s) in 10ms. Input acceleration was measured by an Endevco 7264c accelerometer and a Denton 2513 six-axis load cell measured reaction force proximal to the specimen. A VR Phantom v9.1 camera recorded x-ray imagery at 2k frames per second. Data were collected by a TDAS Pro data acquisition system at 20k samples per second and filtered in accordance with SAE J211. Time of fracture, established through x-ray imagery, was used to determined fracture force from the electronically synchronized load-cell data. 100% injury was recorded. Average calcaneus fracture forces were reported as follows: 5406N (σ = 780N) for 50th percentile males, 4130N (σ = 1061N) for 75th percentile females, and 2873N (σ = 1293N) for 5th percentile females. Statistical significance was established between the reported averages according to three ANOVA tests: One-way (p = 0.0054), Brown-Forsythe (p = 0.0091), and Welch's (p = 0.0156). Unpaired Student's t-test confirmed significant differences between 50th percentile male vs 75th percentile female (p = 0.0469) and 50th percentile male vs 5th percentile female (p = 0.0030); the t-test did not show significance between the two female groups (p = 0.1315). Average impulse-to-fracture was calculated for each group and found to be not statistically significant.
Master of Science
A marked shift can be found in combat wound epidemiology towards a predominance of extremity injuries sustained from explosives. The Warrior Injury Assessment Mannequin (WIAMan) Project sought to develop a baseline dataset of post-mortem human surrogate responses to realistic explosive loading and correlate it to a highly instrumented mannequin for the further development of combat vehicles and personal protective gear. The following experiment exists within the WIAMan paradigm as an analysis of alternatives exploring the adequacy of the above mentioned baseline dataset in directly representing both male and female injuries. More specifically, this experiment interrogates the differences in average fracture forces between male and female calcanei across three anthropometries: 50th percentile male, 75th percentile female, and 5th percentile female. Testing was carried out on 17 right cadaver legs cut to equal lengths, potted proximally in Dyna-Cast®, with the inferior surface of their calcanei exposed; a small Dyna-Cast® pad was poured for each calcaneus and sanded flat. Each test specimen was fixed to a Denton 2513 six-axis load cell proximally and exposed to a high-rate, constant acceleration, 25.4mm displacement aligned with the calcaneus along the long axis of the leg bones. Fracture time, established through x-ray images recorded at 2k frames per second with a VR Phantom V9.1 camera, was used to determine load cell force measurement at fracture. Average calcaneus fracture forces were reported as follows: 5406N (σ = 780N) for 50th percentile males, 4130N (σ = 1061N) for 75th percentile females, and 2873N (σ = 1293N) for 5th percentile females. Statistical significance was established between the reported averages according to three ANOVA tests: One-way (p = 0.0054), Brown-Forsythe (p = 0.0091), and Welch's (p = 0.0156). Unpaired Student's t-test confirmed significant differences between 50th percentile male vs 75th percentile female (p = 0.0469) and 50th percentile male vs 5th percentile female (p = 0.0030); the t-test did not show significance between the two female groups (p = 0.1315). Average impulse-to-fracture was calculated for each group and found to be not statistically significant.

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Simha, Chityalla Harimanoj. "High rate loading of a high purity ceramic : one dimensional stress experiments and constitutive modeling /". Digital version accessible at:, 1998. http://wwwlib.umi.com/cr/utexas/main.

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Ahmad, Sahrim Haji. "High strain-rate behaviour of polymers using blast-wave and impact loading methods". Thesis, Loughborough University, 1988. https://dspace.lboro.ac.uk/2134/7496.

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Gonzales, Manny. "The mechanochemistry in heterogeneous reactive powder mixtures under high-strain-rate loading and shock compression". Diss., Georgia Institute of Technology, 2015. http://hdl.handle.net/1853/54393.

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This work presents a systematic study of the mechanochemical processes leading to chemical reactions occurring due to effects of high-strain-rate deformation associated with uniaxial strain and uniaxial stress impact loading in highly heterogeneous metal powder-based reactive materials, specifically compacted mixtures of Ti/Al/B powders. This system was selected because of the large exothermic heat of reaction in the Ti+2B reaction, which can support the subsequent Al-combustion reaction. The unique deformation state achievable by such high-pressure loading methods can drive chemical reactions, mediated by microstructure-dependent meso-scale phenomena. Design of the next generation of multifunctional energetic structural materials (MESMs) consisting of metal-metal mixtures requires an understanding of the mechanochemical processes leading to chemical reactions under dynamic loading to properly engineer the materials. The highly heterogeneous and hierarchical microstructures inherent in compacted powder mixtures further complicate understanding of the mechanochemical origins of shock-induced reaction events due to the disparate length and time scales involved. A two-pronged approach is taken where impact experiments in both the uniaxial stress (rod-on-anvil Taylor impact experiments) and uniaxial strain (instrumented parallel-plate gas-gun experiments) load configurations are performed in conjunction with highly-resolved microstructure-based simulations replicating the experimental setup. The simulations capture the bulk response of the powder to the loading, and provide a look at the meso-scale deformation features observed under conditions of uniaxial stress or strain. Experiments under uniaxial stress loading reveal an optimal stoichiometry for Ti+2B mixtures containing up to 50% Al by volume, based on a reduced impact velocity threshold required for impact-induced reaction initiation as evidenced by observation of light emission. Uniaxial strain experiments on the Ti+2B binary mixture show possible expanded states in the powder at pressures greater than 6 GPa, consistent with the Ballotechnic hypothesis for shock-induced chemical reactions. Rise-time dispersive signatures are consistently observed under uniaxial strain loading, indicating complex compaction phenomena, which are reproducible by the meso-scale simulations. The simulations show the prevalence of shear banding and particle agglomeration in the uniaxial stress case, providing a possible rationale for the lower observed reaction threshold. Bulk shock response is captured by the uniaxial strain meso-scale simulations and is compared with PVDF stress gauge and VISAR traces to validate the simulation scheme. The simulations also reveal the meso-mechanical origins of the wave dispersion experimentally recorded by PVDF stress gauges.

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Kuhn, Peter [Verfasser]. "Characterization of the Intralaminar Fracture Toughness of Polymer Composites under High Rate Loading / Peter Kuhn". München : Verlag Dr. Hut, 2021. http://nbn-resolving.de/urn:nbn:de:101:1-2021100123350329094730.

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Lloyd, Jeffrey T. "Microstructure-sensitive simulation of shock loading in metals". Diss., Georgia Institute of Technology, 2014. http://hdl.handle.net/1853/51853.

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A constitutive model has been developed to model the shock response of single crystal aluminum from peak pressures ranging from 2-110 GPa. This model couples a description of higher-order thermoelasticity with a dislocation-based viscoplastic formulation, both of which are formulated for single crystals. The constitutive model has been implemented using two numerical methods: a plane wave method that tracks the propagating wave front; and an extended one-dimensional, finite-difference method that can be used to model spatio-temporal evolution of wave propagation in anisotropic materials. The constitutive model, as well as these numerical methods, are used to simulate shock wave propagation in single crystals, polycrystals, and pre-textured polycrystals. Model predictions are compared with extensive existing experimental data and are then used to quantify the influence of the initial material state on the subsequent shock response. A coarse-grained model is then proposed to capture orientation-dependent deformation heterogeneity, and is shown to replicate salient features predicted by direct finite-difference simulation of polycrystals in the weak shock regime. The work in this thesis establishes a general framework that can be used to quantify the influence of initial material state on subsequent shock behavior not only for aluminum single crystals, but for other face-centered cubic and lower symmetry crystalline metals as well.

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Ziv, Michael. "A study of the behavior of the GRP hat-stiffened panel bondline under high strain rate loading". Thesis, Monterey, California. Naval Postgraduate School, 1995. http://hdl.handle.net/10945/26270.

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Higgins, Daniel Louis. "The response of metals with different crystal structures to high strain rate loading and other mechanical tests". Thesis, University of Birmingham, 2017. http://etheses.bham.ac.uk//id/eprint/7724/.

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The effect of cold-rolling prior to shock loading was investigated in copper and tantalum. Annealed copper was shocked at a peak pressure of 5.08GPa; cold-rolled copper was shocked at peak pressures of 5.87GPa, 5.96GPa and 9.60GPa; as-received tantalum was shock loaded at a peak pressure of 7.20GPa, and cold-rolled tantalum was shocked at a peak pressure of 7.20GPa. The microstructures of the materials were investigated using scanning electron microscopy (SEM) and transmission electron microscopy (TEM), and the mechanical responses were investigated using compression and hardness testing. The effect of varying temperature and strain rate on tantalum during compression was investigated. Tantalum was compressed at 20°C at 10⁻³s⁻¹, 10⁻¹s⁻¹ and 2x10³s⁻¹, and at 10⁻¹s⁻¹ at -40°C and 170°C. Quasi-static compression tests applied 70% strain to the samples and the higher strain rate sample, compressed by Split Hopkinson Pressure Bar (SHPB), was compressed to 19% strain. The microstructures of the materials were investigated using (SEM) and (TEM), and the mechanical responses were investigated using hardness and compression testing. The microstructures of adiabatic shear bands (ASBs) produced by firing a shaped projectile from a single stage gas gun to cause the collapse of a thick-walled cylinder (TWC). The propagation of the ASBs along the cylindrical axis of the TWC was Also investigated. The microstructure was investigated using (SEM), (TEM) and scanning transmission electron microscopy (STEM).

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Libros sobre el tema "High loading rate"

Sharma, Akanshu. Behaviour of plain and reinforced concrete under high rate loading-numerical simulation. Mumbai: Bhabha Atomic Research Centre, 2010.

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Ziv, Michael. A study of the behavior of the GRP hat-stiffened panel bondline under high strain rate loading. Springfield, Va: Available from National Technical Information Service, 1995.

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Ahmad, S. H. High strain-rate behaviour of polymers using blast-wave and impact-loading methods. 1988.

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Material Behavior Under High Stress and Ultrahigh Loading Rates. Springer, 2011.

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Capítulos de libros sobre el tema "High loading rate"

Jindal, Prashant. "High-Strain-Rate Loading". En High Strain Rate Behavior of Nanocomposites and Nanocoatings, 29–41. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-14481-8_3.

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Sierakowski, R. L. "High Strain Rate Loading of Composites". En Composite Structures, 222–59. Berlin, Heidelberg: Springer Berlin Heidelberg, 1992. http://dx.doi.org/10.1007/978-3-662-11345-5_11.

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Kabir, E. y Weinong Chen. "Sand Particle Breakage under High-Pressure and High-Rate Loading". En Dynamic Behavior of Materials, Volume 1, 93–94. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4614-0216-9_12.

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Morozov, Nikita F. y Yuri V. Petrov. "The Problems of High Rate Loading: The New Criterion of Fracture, The Erosion, The Asymmetric Impact Loading". En Constitutive Relation in High/Very High Strain Rates, 225–32. Tokyo: Springer Japan, 1996. http://dx.doi.org/10.1007/978-4-431-65947-1_26.

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Morozov, Nikita y Yuri Petrov. "On Materials Yield Modeling under High-Rate Loading". En Foundations of Engineering Mechanics, 84–90. Berlin, Heidelberg: Springer Berlin Heidelberg, 2000. http://dx.doi.org/10.1007/978-3-540-69712-1_9.

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Rajendran, A. M. y S. J. Bless. "Constitutive Modeling under High Temperature and High Strain Rate Loading Conditions". En Computational Mechanics ’86, 775–80. Tokyo: Springer Japan, 1986. http://dx.doi.org/10.1007/978-4-431-68042-0_109.

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Jordan, J. L. y E. B. Herbold. "Particulate Composites Under High Strain Rate and Shock Loading". En Advanced Structured Materials, 1–15. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-54258-9_1.

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Wang, B. y G. Lu. "Dynamic Strength of Steel Welds under High Strain Rate Loading". En Macro-, Meso-, Micro- and Nano-Mechanics of Materials, 87–92. Stafa: Trans Tech Publications Ltd., 2005. http://dx.doi.org/10.4028/0-87849-979-2.87.

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Máca, Petr, Evmorfia Panteki, Ulrich Häußler-Combe y Manfred Curbach. "Definition of Loading Rate for the Experimental and Numerical Investigation of Reinforcement’s Bond in Concrete Under Impact Loading". En High Tech Concrete: Where Technology and Engineering Meet, 929–37. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_108.

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Dubelman, Steven, Nithin Raghunathan, Dimitrios Peroulis y Weinong Chen. "Failure Analysis of Micron Scaled Silicon Under High Rate Tensile Loading". En Dynamic Behavior of Materials, Volume 1, 157–58. Cham: Springer International Publishing, 2013. http://dx.doi.org/10.1007/978-3-319-00771-7_19.

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Actas de conferencias sobre el tema "High loading rate"

"Deformation Behavior of a Polygonal Tube under Oblique Impact Loading". En Explosion Shock Waves and High Strain Rate Phenomena. Materials Research Forum LLC, 2019. http://dx.doi.org/10.21741/9781644900338-7.

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"Advanced Manufacturing under Impact / Shock Loading: Principles and Industrial Sustainable Applications". En Explosion Shock Waves and High Strain Rate Phenomena. Materials Research Forum LLC, 2019. http://dx.doi.org/10.21741/9781644900338-3.

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"Effect of Pre-Notch on Deformation of Aluminium Square Plate under Free Blast Loading". En Explosion Shock Waves and High Strain Rate Phenomena. Materials Research Forum LLC, 2019. http://dx.doi.org/10.21741/9781644900338-19.

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Martin, B. y W. Chen. "Response of moist sand to high rate loading". En DYMAT 2009 - 9th International Conferences on the Mechanical and Physical Behaviour of Materials under Dynamic Loading. Les Ulis, France: EDP Sciences, 2009. http://dx.doi.org/10.1051/dymat/2009027.

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Gollins, Kenneth, Jack Chiu, Daniel Shaffren, Feridun Delale, Niell Elvin y Benjamin Liaw. "Characterization of Adhesive Materials Under High Strain Rate Loading". En ASME 2016 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/imece2016-66729.

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Adhesive materials present two potential opportunities for light weighting current and future vehicles including military vehicles: use of an adhesive may reduce the number of bolts and weldments needed for mechanically joined components, and adhesives may open the possibility for multi-material joints allowing for the incorporation of lighter-weight materials. To meet these opportunities, prospective adhesive materials would need to perform satisfactorily in high strain rate loading situations such as impact. Since little is known about the dynamic failure of adhesive materials, this study investigates the behavior and failure modes of adhesive materials and joints subjected to ballistic impact. The critical failure speed, defined as the projectile speed at which the adhesive or interface fails is determined experimentally. Furthermore, the energy absorption characteristics of the adhesive are determined experimentally and numerically using finite element analysis.

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Dick, Richard D., William L. Fourney y John D. Williams. "Response of NTS tuff to high strain rate loading". En Proceedings of the conference of the American Physical Society topical group on shock compression of condensed matter. AIP, 1996. http://dx.doi.org/10.1063/1.50736.

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Parish, A., W. Chen y T. Weerasooriya. "High strain-rate tensile behavior of pig bones". En DYMAT 2009 - 9th International Conferences on the Mechanical and Physical Behaviour of Materials under Dynamic Loading. Les Ulis, France: EDP Sciences, 2009. http://dx.doi.org/10.1051/dymat/2009128.

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Walley, S. M., D. J. Chapman, D. M. Williamson, M. J. Morley, T. W. Fairhead y W. G. Proud. "High rate mechanical properties of Dyneema in compression". En DYMAT 2009 - 9th International Conferences on the Mechanical and Physical Behaviour of Materials under Dynamic Loading. Les Ulis, France: EDP Sciences, 2009. http://dx.doi.org/10.1051/dymat/2009158.

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Cereceda, David, Thomas Pavarini, Nitin Daphalapurkar, Bryan Bewick y Lori Graham-Brady. "Modeling dynamic fragmentation of concrete under high strain-rate loading". En 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2016. http://dx.doi.org/10.21012/fc9.214.

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Dick, Richard D. "High strain rate loading of polymeric foams and solid plastics". En Shock compression of condensed matter. AIP, 2000. http://dx.doi.org/10.1063/1.1303533.

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Informes sobre el tema "High loading rate"

Rajendran, A. M. y S. J. Bless. Plastic Flow and Failure Modeling under High Strain Rate Loading. Fort Belvoir, VA: Defense Technical Information Center, febrero de 1988. http://dx.doi.org/10.21236/ada194223.

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Jensen, Robert, Daniel DeSchepper, David Flanagan, Wendy K. Chaney, Jason Robinette, Gerard Chaney y Charles Pergantis. Adhesives: Test Method, Group Assignment, and Categorization Guide for High-Loading-Rate Applications. Fort Belvoir, VA: Defense Technical Information Center, junio de 2014. http://dx.doi.org/10.21236/ada607484.

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Jensen, Robert, Daniel DeSchepper, David Flanagan, Gerard Chaney y Charles Pergantis. Adhesives: Test Method, Group Assignment, and Categorization Guide for High-Loading-Rate Applications Preparation and Testing of Single Lap Joints (Ver. 2.2, Unlimited). Fort Belvoir, VA: Defense Technical Information Center, abril de 2016. http://dx.doi.org/10.21236/ad1008131.

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Giovanola, J. H., R. W. Kloop, J. W. Simons, T. Kobayashi y D. A. Shockey. Influence of Microstructure and Microdamage Processes on Fracture at High Loading Rates. Fort Belvoir, VA: Defense Technical Information Center, junio de 1989. http://dx.doi.org/10.21236/ada210307.

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Lambros, John y Ioannis Chasiotis. Dynamic Failure of Multi-layer MEMS at High Loading Rates: Experiments and Simulations. Fort Belvoir, VA: Defense Technical Information Center, julio de 2008. http://dx.doi.org/10.21236/ada507505.

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Melby, Jeffrey, Thomas Massey, Abigail Stehno, Norberto Nadal-Caraballo, Shubhra Misra y Victor Gonzalez. Sabine Pass to Galveston Bay, TX Pre-construction, Engineering and Design (PED) : coastal storm surge and wave hazard assessment : report 1 – background and approach. Engineer Research and Development Center (U.S.), septiembre de 2021. http://dx.doi.org/10.21079/11681/41820.

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The US Army Corps of Engineers, Galveston District, is executing the Sabine Pass to Galveston Bay Coastal Storm Risk Management (CSRM) project for Brazoria, Jefferson, and Orange Counties regions. The project is currently in the Pre-construction, Engineering, and Design phase. This report documents coastal storm water level and wave hazards for the Port Arthur CSRM structures. Coastal storm water level (SWL) and wave loading and overtopping are quantified using high-fidelity hydrodynamic modeling and stochastic simulations. The CSTORM coupled water level and wave modeling system simulated 195 synthetic tropical storms on three relative sea level change scenarios for with- and without-project meshes. Annual exceedance probability (AEP) mean values were reported for the range of 0.2 to 0.001 for peak SWL and wave height (Hm0) along with associated confidence limits. Wave period and mean wave direction associated with Hm0 were also computed. A response-based stochastic simulation approach is applied to compute AEP runup and overtopping for levees and overtopping, nappe geometry, and combined hydrostatic and hydrodynamic fluid pressures for floodwalls. CSRM structure crest design elevations are defined based on overtopping rates corresponding to incipient damage. Survivability and resilience are evaluated. A system-wide hazard level assessment was conducted to establish final recommended system-wide CSRM structure elevations.

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Stehno, Abigail, Jeffrey Melby, Shubhra Misra, Norberto Nadal-Caraballo y Victor Gonzalez. Sabine Pass to Galveston Bay, TX Pre-construction, Engineering and Design (PED) : coastal storm surge and wave hazard assessment : report 2 – Port Arthur. Engineer Research and Development Center (U.S.), septiembre de 2021. http://dx.doi.org/10.21079/11681/41901.

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The US Army Corps of Engineers, Galveston District, is executing the Sabine Pass to Galveston Bay Coastal Storm Risk Management (CSRM) project for Brazoria, Jefferson, and Orange Counties regions. The project is currently in the Pre-construction, Engineering, and Design phase. This report documents coastal storm water level and wave hazards for the Port Arthur CSRM structures. Coastal storm water level (SWL) and wave loading and overtopping are quantified using high-fidelity hydrodynamic modeling and stochastic simulations. The CSTORM coupled water level and wave modeling system simulated 195 synthetic tropical storms on three relative sea level change scenarios for with- and without-project meshes. Annual exceedance probability (AEP) mean values were reported for the range of 0.2 to 0.001 for peak SWL and wave height (Hm0) along with associated confidence limits. Wave period and mean wave direction associated with Hm0 were also computed. A response-based stochastic simulation approach is applied to compute AEP values for overtopping for levees and overtopping, nappe geometry, and combined hydrostatic and hydrodynamic fluid pressures for floodwalls. CSRM crest design elevations are defined based on overtopping rates corresponding to incipient damage. Survivability and resilience are evaluated. A system-wide hazard level assessment was conducted to establish final recommended system-wide elevations.

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Stehno, Abigail, Jeffrey Melby, Shubhra Misra, Norberto Nadal-Caraballo y Victor Gonzalez. Sabine Pass to Galveston Bay, TX Pre-construction, Engineering and Design (PED) : coastal storm surge and wave hazard assessment : report 4 – Freeport. Engineer Research and Development Center (U.S.), septiembre de 2021. http://dx.doi.org/10.21079/11681/41903.

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The US Army Corps of Engineers, Galveston District, is executing the Sabine Pass to Galveston Bay Coastal Storm Risk Management (CSRM) project for Brazoria, Jefferson, and Orange Counties regions. The project is currently in the Pre-construction, Engineering, and Design phase. This report documents coastal storm water level (SWL) and wave hazards for the Freeport CSRM structures. Coastal SWL and wave loading and overtopping are quantified using high-fidelity hydrodynamic modeling and stochastic simulations. The CSTORM coupled water level and wave modeling system simulated 195 synthetic tropical storms on three relative sea level change scenarios for with- and without-project meshes. Annual exceedance probability (AEP) mean values were reported for the range of 0.2 to 0.001 for peak SWL and wave height (Hm0) along with associated confidence limits. Wave period and mean wave direction associated with Hm0 were also computed. A response-based stochastic simulation approach is applied to compute AEP values for overtopping for levees and overtopping, nappe geometry and combined hydrostatic and hydrodynamic fluid pressures for floodwalls. CSRM crest design elevations are defined based on overtopping rates corresponding to incipient damage. Survivability and resilience are evaluated. A system-wide hazard level assessment was conducted to establish final recommended system-wide elevations.

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Stehno, Abigail, Jeffrey Melby, Shubhra Misra, Norberto Nadal-Caraballo y Victor Gonzalez. Sabine Pass to Galveston Bay, TX Pre-construction, Engineering and Design (PED) : coastal storm surge and wave hazard assessment : report 3 – Orange County. Engineer Research and Development Center (U.S.), septiembre de 2021. http://dx.doi.org/10.21079/11681/41902.

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The US Army Corps of Engineers, Galveston District, is executing the Sabine Pass to Galveston Bay Coastal Storm Risk Management (CSRM) project for Brazoria, Jefferson, and Orange Counties regions. The project is currently in the Pre-construction, Engineering, and Design phase. This report documents coastal storm water level (SWL) and wave hazards for the Orange County CSRM structures. Coastal SWL and wave loading and overtopping are quantified using high-fidelity hydrodynamic modeling and stochastic simulations. The CSTORM coupled water level and wave modeling system simulated 195 synthetic tropical storms on three relative sea level change scenarios for with- and without-project meshes. Annual exceedance probability (AEP) mean values were reported for the range of 0.2 to 0.001 for peak SWL and wave height (Hm0) along with associated confidence limits. Wave period and mean wave direction associated with Hm0 were also computed. A response-based stochastic simulation approach is applied to compute AEP values for overtopping for levees and overtopping, nappe geometry, and combined hydrostatic and hydrodynamic fluid pressures for floodwalls. CSRM crest design elevations are defined based on overtopping rates corresponding to incipient damage. Survivability and resilience are evaluated. A system-wide hazard level assessment was conducted to establish final recommended system-wide elevations.

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